The Significance of Groundwater Flow Modeling Study for Simulation Of

Total Page:16

File Type:pdf, Size:1020Kb

The Significance of Groundwater Flow Modeling Study for Simulation Of water Article The Significance of Groundwater Flow Modeling Study for Simulation of Opencast Mine Dewatering, Flooding, and the Environmental Impact Jacek Szczepi ´nski Poltegor-Institute, Institute of Opencast Mining, 51-616 Wrocław, Poland; [email protected] Received: 21 January 2019; Accepted: 18 April 2019; Published: 23 April 2019 Abstract: Simulations of open pit mines dewatering, their flooding, and environmental impact assessment are performed using groundwater flow models. They must take into consideration both regional groundwater conditions and the specificity of mine dewatering operations. This method has been used to a great extent in Polish opencast mines since the 1970s. However, the use of numerical models in mining hydrogeology has certain limitations resulting from existing uncertainties as to the assumed hydrogeological parameters and boundary conditions. They include shortcomings in the identification of hydrogeological conditions, cyclic changes of precipitation and evaporation, changes resulting from land management due to mining activity, changes in mining work schedules, and post-mining void flooding. Even though groundwater flow models used in mining hydrogeology have numerous limitations, they still provide the most comprehensive information concerning the mine dewatering and flooding processes and their influence on the environment. However, they will always require periodical verification based on new information on the actual response of the aquifer system to the mine drainage and the actual climate conditions, as well as up-to-date schedules of deposit extraction and mine closure. Keywords: open pit; dewatering; flooding; groundwater modeling; Poland 1. Introduction In the mining industry, water-related problems are among the most important aspects which can decide whether a new mine development will be reasonable or even feasible. For an assessment into the costs of mining operations, the rate of mine water inflow, dewatering technology, and the environmental impact of mine drainage are all important factors. In the past, one would mainly focus on the hazards connected with mine water inflow; at present, most of the attention is focused on flooding the post-mining voids and the environmental impact assessment [1]. At the initial stage of research, to estimate the mine water inflow, one typically applies the methods of hydrogeological analogy or hydrogeological balance. Hydrogeological calculations are usually performed using classical analytical methods described in numerous textbooks [2–5]. Further investigations are dominated by numerical methods. They are used throughout the mine’s whole life-cycle. Numerical methods allow forecasting the process of mine dewatering as well as the process of flooding the post-mining excavations with greater accuracy than any other method. They can assess the impact of dewatering on groundwater, surface water, water chemistry, water intakes, soil, flora, farmlands and forests, land subsidence, and others. Particularly, the process of flooding post-mining voids with complex geometry and diversified hydrogeological conditions must rely on numerical models [6]. Modeling methods were widely used in mining hydrogeology since the beginnings of their application. Nevertheless, the groundwater flow modeling applied in the mining industry belongs to Water 2019, 11, 848; doi:10.3390/w11040848 www.mdpi.com/journal/water Water 2019, 11, 848 2 of 16 the most demanding methods in hydrogeology. Because mine dewatering and groundwater rebound are changing in time and in space, they should be solved in transient conditions. In the area covered by the dewatering impact, both boundary conditions and hydrogeological parameters need to be updated in response to hydrogeology and hydrology conditions as well as scope and schedule of mining works changing due to mining activities. The topics related to modeling study on mine dewatering and its environmental impact, including groundwater/surface-water interactions, groundwater resources, and hydrogeochemistry, have been the subject of many scientific publications which are mentioned in this paper. Papers on mine water and its impact on the environment appear mainly in the International Mine Water Association post-conference proceedings and in scientific journals, especially Mine Water and the Environment [7–9], Groundwater [10–12], Environmental Geology [13,14], and others [15]. In addition, the following textbooks deserve special attention: Mine Water Hydrology, Pollution, Remediation (in which mine water hydrology and chemistry are presented with an explanation of the complexities of mine water pollution and the hydrogeological context of its formation) [16], and Construction Dewatering and Groundwater Control (which presents the theory and practice of dewatering from the engineering point of view) [5]. In recent years, extensive monographs on the water management related to flooding of post-mining voids have appeared: Water Management at Abandoned Underground Flooded Mines. Fundamentals, Tracer Tests, Modeling, Water Treatment [17]; Mine Pit Lakes: Characteristics, Predictive Modeling, and Sustainability (Management Technologies for Metal Mining Influenced Water) [18]; and Acidic Pit Lakes. The Legacy of Coal and Metal Surface Mine [19]. The aim of the paper is to present the specificity of the application of groundwater flow modeling for simulation of opencast mine dewatering, flooding, and the environmental impact. This paper is a result of many years of the author’s experience on groundwater flow modeling for open-pit dewatering and its flooding as well as any environmental impact caused by mine dewatering in Poland and abroad. 2. Application of Numerical Modeling in Mining Hydrogeology The electric analogue computer model using the method of electrohydrodynamic analogy appeared in the 1930s in the oil industry in the United States. Numerical models in calculations of groundwater flow model have been used since the 1960s. In 1965, a paper was published on the use of these methods for solving the groundwater flow equation [20], and, in 1968, a digital-computer program was written to solve linear, parabolic, and partial-differential equations based upon an implicit finite-difference technique [21]. A significant increase in the use of numerical methods occurred in the first half of the 1970s, with the appearance of the Prickett-Lonnquist Aquifer Simulation Model (PLASM) [22] and the U.S. Geological Survey (USGS) model [23], which solved the three-dimensional groundwater flow model based on the finite difference method. The history of the beginnings of groundwater flow modeling was extensively presented by Bredehoeft [24]. In the mining industry, groundwater flow models are applied in a wide range using both the finite difference method and the finite element method for porous aquifers as well as fissured aquifers. Currently, both in Poland and around the world, the MODFLOW program based on the finite difference method [25,26] and the FEFLOW program based on the finite element method [27] are used the most extensively in mining hydrogeology. The modeling results usually simultaneously include a prediction of the mine water inflow, an input parameters into an environmental impact assessment, and the water management of the post-mining excavation. The present state of groundwater flow modeling applications in mining hydrogeology was presented by Rapantova et al. [9]. In mining, groundwater flow modeling represents both regional (aquifer system) and local issues (mining excavation area). Numerical modeling is used during each stage of the mining operation, beginning with deposit exploration to mine decommissioning with mine site rehabilitation. Its purpose is to deliver reliable forecasts of mine water inflow and the input parameters into an environmental impact assessment of mine drainage with reference to different scenarios of the deposit opening up and Water 2019, 11, 848 3 of 16 its extraction, as well as rehabilitation of post-mining excavation. The results of numerical simulations enable to provide reliable data which help with the decision making at each stage of mining operation: Stage of identification, documentation, and opening up of the deposit: Assessment of • hydrogeological conditions of the deposit area, mine water inflow calculation, suggestion on dewatering technology, determination of the cone of depression and its boundaries, impact assessment on surface water (watercourses and reservoirs) and groundwater in each dewatering layer, determination of the area of environmental impact of mining, and indication the necessary measures to minimize the negative impact on the environment. Stage of deposit exploitation: Forecasting the mine water inflow intensity and the change of • groundwater level resulting in changes of geotechnical conditions of slopes in time and space as the mine develops, as well as determining impacts on the environment based on real data gathered during previous dewatering. Stage of mine decommissioning: An indication of a rational way of flooding and management the • post-mining void, determination of time span for filling an excavation with water, final water level in the post-mining reservoir, and the forecasting of quantitative and qualitative changes in the reservoir and its environment during and after flooding. In many cases, models are also accomplished in order to confirm or reject the mine drainage impact on the environment. For example, the results of numerical simulation can provide the proof on real impact of mine dewatering
Recommended publications
  • Drawdown Analysis of the Local Middle and Lower Trinity Aquifers
    TECHNICAL MEMORANDUM TO: Mr. Dirk Aaron, General Manager, CUWCD FROM: Michael R. Keester, P.G. SUBJECT: Drawdown Analysis of the Local Middle and Lower Trinity Aquifers DATE: October 5, 2018 As noted in previous analyses of water level changes, District constituents have expressed concerns regarding declining water levels in the Trinity Aquifer. In addition, in response to proposed mining operations in northern Williamson County, landowners reached out to the District to better understand Trinity Aquifer conditions and how the pumping by the mine operators may affect their wells. To assess the current conditions of the aquifer, we built upon previous analyses of the changes in water levels in the Middle Trinity Aquifer in southern Bell and northern Williamson counties. As part of our analysis, we expanded our evaluation to include an assessment of the water level conditions for the Lower Trinity Aquifer. Methodology We began by assembling the most recent water level data collected in 2018. Within Bell County, we relied primarily on the water level measurements collected by District staff or from continuous monitoring wells maintained by the Texas Water Development Board. These water levels and locations were the most reliable as the water levels are collected regularly and the aquifer designation for the well has been reviewed by District staff and multiple hydrogeologists. To supplement the water level data available from the District’s database, we also collected records from the Submitted Driller’s Report database. This database provides a record of well completions as reported by licensed water well drillers. Data associated with the report includes the location of the well, the depth and completion interval of the well, and the water level in the well at the time of completion.
    [Show full text]
  • Ground Water Introduction and Demonstration
    Ground Water Introduction and Demonstration Page Content By Kimberly Mullen, CPG http://www.ngwa.org/Fundamentals/teachers/Pages/Ground-Water-Introduction-and- Demonstration.aspx Objective Students will be able to define terms pertaining to groundwater such as permeability, porosity, unconfined aquifer, confined aquifer, drawdown, cone of depression, recharge rate, Darcy’s law, and artesian well. Students will be able to illustrate environmental problems facing groundwater, (such as chemical contamination, point source and nonpoint source contamination, sediment control, and overuse). Introduction Looking at satellite photographs of the planet Earth can illustrate the fact that the majority of the Earth’s surface is covered with water. Earth is known as the “Blue Planet.” Seventy-one percent of the Earth’s surface is covered with water. There also is water beneath the surface of the Earth. Yet, with all of the water present on Earth, water is still a finite source, cycling from one form to another. This cycle, known as the hydrologic cycle, is an important concept to help understand the water found on Earth. In addition to understanding the hydrologic cycle, you must understand the different places that water can be found—primarily above the ground (as surface water) and below the ground (as groundwater). Today, we will be starting to understand water below the ground. General definitions and discussion points “What is groundwater?” Groundwater is defined as water that is found beneath the water table under Earth’s surface. “Why is groundwater important?” Groundwater, makes up about 98 percent of all the usable fresh water on the planet, and it is about 60 times as plentiful as fresh water found in lakes and streams.
    [Show full text]
  • Characterization of Groundwater Flow for Near Surface Disposal Facilities Iaea, Vienna, 2001 Iaea-Tecdoc-1199 Issn 1011–4289
    IAEA-TECDOC-1199 Characterization of groundwater flow for near surface disposal facilities February 2001 The originating Section of this publication in the IAEA was: Waste Technology Section International Atomic Energy Agency Wagramer Strasse 5 P.O. Box 100 A-1400 Vienna, Austria CHARACTERIZATION OF GROUNDWATER FLOW FOR NEAR SURFACE DISPOSAL FACILITIES IAEA, VIENNA, 2001 IAEA-TECDOC-1199 ISSN 1011–4289 © IAEA, 2001 Printed by the IAEA in Austria February 2001 FOREWORD The objective of adioactive waste disposal is to provide long term isolation of waste to protect humans and the environment while not imposing any undue burden on future generations. To meet this objective, establishment of a disposal system takes into account the characteristics of the waste and site concerned. In practice, low and intermediate level radioactive waste (LILW) with limited amounts of long lived radionuclides is disposed of at near surface disposal facilities for which disposal units are constructed above or below the ground surface up to several tens of meters in depth. Extensive experience in near surface disposal has been gained in Member States where a large number of such facilities have been constructed. The experience needs to be shared effectively by Member States which have limited resources for developing and/or operating near surface repositories. A set of technical reports is being prepared by the IAEA to provide Member States, especially developing countries, with technical guidance and current information on how to achieve the objective of near surface disposal through siting, design, operation, closure and post-closure controls. These publications are intended to address specific technical issues, which are important for the aforementioned disposal activities, such as waste package inspection and verification, monitoring, and long-term maintenance of records.
    [Show full text]
  • Hydrological Controls on Salinity Exposure and the Effects on Plants in Lowland Polders
    Hydrological controls on salinity exposure and the effects on plants in lowland polders Sija F. Stofberg Thesis committee Promotors Prof. Dr S.E.A.T.M. van der Zee Personal chair Ecohydrology Wageningen University & Research Prof. Dr J.P.M. Witte Extraordinary Professor, Faculty of Earth and Life Sciences, Department of Ecological Science VU Amsterdam and Principal Scientist at KWR Nieuwegein Other members Prof. Dr A.H. Weerts, Wageningen University & Research Dr G. van Wirdum Dr K.T. Rebel, Utrecht University Dr R.P. Bartholomeus, KWR Water, Nieuwegein This research was conducted under the auspices of the Research School for Socio- Economic and Natural Sciences of the Environment (SENSE) Hydrological controls on salinity exposure and the effects on plants in lowland polders Sija F. Stofberg Thesis submitted in fulfilment of the requirements for the degree of doctor at Wageningen University by the authority of the Rector Magnificus Prof. Dr A.P.J. Mol in the presence of the Thesis Committee appointed by the Academic Board to be defended in public on Wednesday 07 June 2017 at 4 p.m. in the Aula. Sija F. Stofberg Hydrological controls on salinity exposure and the effects on plants in lowland polders, 172 pages. PhD thesis, Wageningen University, Wageningen, the Netherlands (2017) With references, with summary in English ISBN: 978-94-6343-187-3 DOI: 10.18174/413397 Table of contents Chapter 1 General introduction .......................................................................................... 7 Chapter 2 Fresh water lens persistence and root zone salinization hazard under temperate climate ............................................................................................ 17 Chapter 3 Effects of root mat buoyancy and heterogeneity on floating fen hydrology ..
    [Show full text]
  • 1.72, Groundwater Hydrology Prof. Charles Harvey Lecture Packet #1: Course Introduction, Water Balance Equation
    1.72, Groundwater Hydrology Prof. Charles Harvey Lecture Packet #1: Course Introduction, Water Balance Equation Where does water come from? It cycles. The total supply doesn’t change much. 39 Moisture over 100 land Precipitation on land 385 Precipitation on ocean 61 424 Evaporation Evaporation from from the land the ocean Surface runoff Infiltration Evapotranspiration and evaporation Groundwater 38 surface recharge discharge Groundwater flow 1 Groundwater discharge Low permeability strata Hydrologic cycle with yearly flow volumes based on annual surface precipitation on earth, ~119,000 km3/year. 3000 BC – Ecclesiastes 1:7 (Solomon) “All the rivers run into the sea; yet the sea is not full; unto the place from whence the rivers come, thither they return again.” Greek Philosophers (Plato, Aristotle) embraced the concept, but mechanisms were not understood. 17th Century – Pierre Perrault showed that rainfall was sufficient to explain flow of the Seine. 1.72, Groundwater Hydrology Lecture Packet 1 Prof. Charles Harvey Page 1 of 15 The earth’s energy (radiation) cycle Solar (shortwave) radiation Terrestrial (long-wave) radiation Reflected Outgoing Space Incoming 99.998 6 18 6 4 39 27 Backscattering by air Net radiant emission by greenhouse Reflection gases by clouds Net radiant Atmosphere emission by 11 Net clouds 4 absorption by Absorption greenhouse by clouds gasses & 20 clouds Absorption by Reflection atmosphere Net radiant Net by surface Net latent emission by sensible heat flux surface heat flux 46 15 7 24 Ocean and Absorption by Land surface Heating of surface 46 0.002 Circulation redistributes energy /yr) 2 20 0 cal cm 1 -20 -60 4.0 3.0 Total Flux Net radiation flux (10 flux Net radiation 2.0 Latent 1.0 Heat cal/yr) 22 0 Ocean -1.0 Currents Sensible Heat -2.0 Energy Transfer (10 Energy Transfer -3.0 -4.0 900 N 600 300 00 300 600 900 S Latitude 1.72, Groundwater Hydrology Lecture Packet 1 Prof.
    [Show full text]
  • A Study on Water and Salt Transport, and Balance Analysis in Sand Dune–Wasteland–Lake Systems of Hetao Oases, Upper Reaches of the Yellow River Basin
    water Article A Study on Water and Salt Transport, and Balance Analysis in Sand Dune–Wasteland–Lake Systems of Hetao Oases, Upper Reaches of the Yellow River Basin Guoshuai Wang 1,2, Haibin Shi 1,2,*, Xianyue Li 1,2, Jianwen Yan 1,2, Qingfeng Miao 1,2, Zhen Li 1,2 and Takeo Akae 3 1 College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China; [email protected] (G.W.); [email protected] (X.L.); [email protected] (J.Y.); [email protected] (Q.M.); [email protected] (Z.L.) 2 High Efficiency Water-saving Technology and Equipment and Soil Water Environment Engineering Research Center of Inner Mongolia Autonomous Region, Hohhot 010018, China 3 Faculty of Environmental Science and Technology, Okayama University, Okayama 700-8530, Japan; [email protected] * Correspondence: [email protected]; Tel.: +86-13500613853 or +86-04714300177 Received: 1 November 2020; Accepted: 4 December 2020; Published: 9 December 2020 Abstract: Desert oases are important parts of maintaining ecohydrology. However, irrigation water diverted from the Yellow River carries a large amount of salt into the desert oases in the Hetao plain. It is of the utmost importance to determine the characteristics of water and salt transport. Research was carried out in the Hetao plain of Inner Mongolia. Three methods, i.e., water-table fluctuation (WTF), soil hydrodynamics, and solute dynamics, were combined to build a water and salt balance model to reveal the relationship of water and salt transport in sand dune–wasteland–lake systems. Results showed that groundwater level had a typical seasonal-fluctuation pattern, and the groundwater transport direction in the sand dune–wasteland–lake system changed during different periods.
    [Show full text]
  • Sinkhole Physical Models to Simulate and Investigate Sinkhole Collapses
    SINKHOLE PHYSICAL MODELS TO SIMULATE AND INVESTIGATE SINKHOLE COLLAPSES Mohamed Alrowaimi Doctoral Student, Civil, Environmental and Construction Engineering, University of Central Florida, 4000 Central Florida Blvd., Orlando, Florida, 32816, USA, [email protected] Hae-Bum Yun Assistant professor, Civil, Environmental and Construction Engineering, University of Central Florida, 4000 Central Florida Blvd., Orlando, Florida, 32816, USA, [email protected] Manoj Chopra Professor, Civil, Environmental and Construction Engineering, University of Central Florida 4000 Central Florida Blvd., Orlando, Florida, 32816, USA, [email protected] Abstract Introduction Florida is one of the most susceptible states for sinkhole Sinkhole is a ground surface depression that occurs with collapses due to its karst geology. In Florida, sinkholes or without any surface indication. Sinkholes commonly are mainly classified as cover subsidence sinkholes that occur in a very distinctive terrain called karst terrain. result in a gradual collapse with possible surface signs, This terrain mainly has a bedrock of a carbonate rocks and cover collapse sinkholes, which collapse in a sudden such as limestone, dolomite, or gypsum. Sinkholes and often catastrophic manner. The future development develop when the carbonate bedrocks are subjected of a reliable sinkhole prediction system will have to dissolution with time to form cracks, conduits, and the potential to minimize the risk to life, and reduce cavities in the underground bedrock. These features delays in construction due to the need for post-collapse allow the overburden soils (on top of the carbonate remediation. In this study, different versions of small- bedrock) to transport through them to the underground scale sinkhole physical models experimentally used cavities, which results in surface collapse due to the to monitor the water levels in a network of wells.
    [Show full text]
  • A Sketchy Teacher's Guide To
    Kansas Geological Survey A PRELIMINARY TEACHER’S GUIDE TO THE INTERACTIVE GROUND-WATER TUTOR By P. Allen Macfarlane, M.A. Townsend, G. Bohling, S. Case, and A. Reber Kansas Geological Survey Open File Report 2003-65 The University of Kansas, Lawrence, KS 66047 (785) 864-3965; www.kgs.ukans.edu KANSAS GEOLOGICAL SURVEY OPEN-FILE REPORTS >>>>>>>>>>>NOT FOR RESALE<<<<<<<<<< Disclaimer The Kansas Geological Survey made a conscientious effort to ensure the accuracy of this report. However, the Kansas Geological Survey does not guarantee this document to be completely free from errors or inaccuracies and disclaims any responsibility or liability for interpretations based on data used in the production of this document or decisions based thereon. This report is intended to make results of research available at the earliest possible date, but is not intended to constitute final or formal publication. Kansas Geological Survey A PRELIMINARY TEACHER’S GUIDE TO THE INTERACTIVE GROUND-WATER TUTOR By P. Allen Macfarlane, M.A. Townsend, G. Bohling, S. Case, and A. Reber Kansas Geological Survey Open File Report 2003-65 The University of Kansas, Lawrence, KS 66047 (785) 864-3965; www.kgs.ukans.edu Preface The Interim Teacher’s Guide to the Ground-water Tutor is designed for use with the interactive ground-water tutor during the alpha and beta testing and development stages in the formulation of the prototype, eventually Web-based software. In its final form, the manual will contain more information on assessment rubrics that can be used by teachers to evaluate student science learning as well as well as the results of the evaluations conducted as part of this NSF-funded project.
    [Show full text]
  • The Exact Groundwater Divide on Water Table Between Two Rivers: a Fundamental Model Investigation
    Article The Exact Groundwater Divide on Water Table between Two Rivers: A Fundamental Model Investigation Peng-Fei Han, Xu-Sheng Wang *, Li Wan, Xiao-Wei Jiang and Fu-Sheng Hu Ministry of Education Key Laboratory of Groundwater Circulation and Environmental Evolution, China University of Geosciences, Beijing 100083, China; [email protected] (P.-F.H.); [email protected] (L.W.); [email protected] (X.-W.J.); [email protected] (F.-S.H.) * Correspondence: [email protected]; Tel.: +86-010-82322008 Received: 13 March 2019; Accepted: 1 April 2019; Published: 2 April 2019 Abstract: The groundwater divide within a plane has long been delineated as a water table ridge composed of the local top points of a water table. This definition has not been examined well for river basins. We developed a fundamental model of a two-dimensional unsaturated–saturated flow in a profile between two rivers. The exact groundwater divide can be identified from the boundary between two local flow systems and compared with the top of a water table. It is closer to the river of a higher water level than the top of a water table. The catchment area would be overestimated (up to ~50%) for a high river and underestimated (up to ~15%) for a low river by using the top of the water table. Furthermore, a pass-through flow from one river to another would be developed below two local flow systems when the groundwater divide is significantly close to a high river. Keywords: groundwater divide; water table; unsaturated–saturated flow; catchment area; pass- through flow 1.
    [Show full text]
  • The Hydrogeology Challenge: Water for the World TEACHER’S GUIDE
    The Hydrogeology Challenge: Water for the World TEACHER’S GUIDE Why is learning about groundwater important? • 95% of the water used in the United States comes from groundwater. • About half of the people in the United States get their drinking water from groundwater. In the future, the water industry will need leaders that can understand, interpret and manipulate groundwater models to make informed decisions. Geologists, agricultural scientists, petroleum engineers, civil engineers, and environmental engineers play an important role in deciding how to use and protect groundwater. The Hydrogeology Challenge introduces students to groundwater modeling and the role it plays in groundwater management. It challenges students to use an interactive computer model to think critically about groundwater resources. The Hydrogeology Challenge has been successfully utilized in educational settings including as a Division C Science Olympiad event and a complement to standard lessons. INTRODUCTION The Hydrogeology Challenge introduces groundwater characteristics in a fun and easy to understand way. It leads students step-by-step through a series of simple calculations that reveal information about how groundwater moves. The Hydrogeology Challenge can be used in a variety of ways in the classroom: • a teacher-led activity • an independent student activity • a team activity This instruction guide demonstrates key principles of the computer program so you can comfortably use the Hydrogeology Challenge in your classroom. Additional features to enhance student learning are available (information on page 6). KEY TOPICS: Aquifer, Contamination/pollution prevention, Earth science/geology, Groundwater, Water use GRADE LEVEL: High School, Undergraduate DURATION: 20 consecutive minutes to complete the challenge, variable for application OBJECTIVES: Understand basic groundwater modeling | Determine groundwater characteristics through basic calculations | Understand assumptions of the computer model.
    [Show full text]
  • The Groundwater Hydraulics of the Garmsar Alluvial Fan, Iran, Assessed with the Sahysmod Model
    The groundwater hydraulics of the Garmsar alluvial fan, Iran, assessed with the SahysMod model. R.J. Oosterbaan, 20-10-2019 On www.waterlog.info public domain Abstract The Garmsar alluvial fan is located approximately 120 km southeast of Tehran, at the southern fringe of the Alburz mountain range, where the Hableh Rud River emerges and where the Dasht-e-Kavir desert begins. The elevation of the area ranges between 800 to 900 m above sea level. The radius of the fan from top to bottom is some 20 km. The area is intensively irrigated. At the apex the water table is deep and the percolation losses of the irrigation water are carried downslope through a deep aquifer. At the bottom of the fan, the aquifer is less deep and its permeability for water is reduced, so that the water table becomes shallow and it gets at a depth from which capillary rise and evaporation of the groundwater occurs. As the salts remain behind, the soil salinizes here. In this article, the groundwater hydraulics of the fan, that play an important role in the use of pumped wells for irrigation and the depth of the water table at the foot of the fan in relation to salinization of the soils, will be assessed using the spatial (polygonal) agro-hydro-soil-salinity model SahysMod. Contents 1. Introduction 2. Geo-morphology, depth of the water table 3. Water resources 4. Geo-hydrology, hydraulic conductivity 5. Groundwater flow 6. Salinity of the groundwater 7. Subsurface drainage 8. Conclusion 9. References 1. Introduction Figure 1 shows a picture of the Garmsar alluvial fan from space.
    [Show full text]
  • Basic Concepts of Groundwater Hydrology
    PUBLICATION 8083 FWQP REFERENCE SHEET 11.1 Reference: Basic Concepts of Groundwater Hydrology THOMAS HARTER is UC Cooperative Extension Hydrogeology Specialist, University of California, Davis, and Kearney Agricultural Center. UNIVERSITY OF Life depends on water. Our entire living world—plants, animals, and humans—is CALIFORNIA unthinkable without abundant water. Human cultures and societies have rallied around water resources for tens of thousands of years—for drinking, for food produc- Division of Agriculture tion, for transportation, and for recreation, as well as for inspiration. and Natural Resources http://anrcatalog.ucdavis.edu Worldwide, more than a third of all water used by humans comes from ground water. In rural areas the percentage is even higher: more than half of all drinking In partnership with water worldwide is supplied from ground water. In California, rural areas’ dependence on ground water is even greater. California has 8,700 public water supply systems. Of these, 7,800 rely on ground water, drawing from more than 15,000 wells. In addition, there are tens of thousands of privately owned wells used for domestic water supply within the state. Although sufficient aquifers for this sort of use underlie much of California (Figure 1), the large metro- politan areas in Southern California and the San Francisco Bay Area rely primarily on http://www.nrcs.usda.gov surface water for their drinking water supplies. Overall, ground water supplies one- third of the water used in California in a typical year, in drought years as much as Farm Water one-half. Quality Planning WHAT IS GROUND WATER? A Water Quality and Technical Assistance Program Despite our heavy reliance on ground water, its nature remains a mystery to many for California Agriculture people.
    [Show full text]